The URL can be used to link to this page

Home My WebLink Aboutsite plan 12-1-20191 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A D E F G H J K L M N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A C D E F G H J K L M N ARCH CIVIL ELEC MECH STRUCT ENERGY ENVR B DATE: DRAWN BY: 18-920 JB CHECKED BY: JB AS NOTED SCALE: PROJECT No. CHECKED BY WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. REVISIONS: 12/1/19408-10 MADISON STREET ITHACA, NY 14850THOMPSON PROJECT1 0 BEARDSLEY LANE TOWN OF DANBY NY, 1485012/26/18 ADDENDUM 1 3/8/19 ADDENDUM 4 9/10/19 ADDENDUM 5 11/26/19 337.06' NELSON ROAD 536.26'281.26'101.00 '313.87 ' 73.52'NEW YORK STATE ROUTE 96BBEARDSLEY LANELOT 2 3.847 ACRES 157,560 SF WELL LEACH FIELD BRUSH HOG AREA 75' SETBACK 75'-0" BUILDING PARALLEL TO CENTER LINE OF ROUTE 96B EDGE OF FOREST TREES TO REMAIN 12" ITEM 4 GRAVEL AREA S-100 30' X18" DIAMETER POLYETHYLENE DRAIN PIPE AT MIN. 12" DEPTH - DETERMINED BY TOWN OF DANBY HIGHWAY DEPT.148'-0"32'-0"20'-0" 125'-0" 115'-0" 1 8 0 ' - 0 " SITE PLAN S-100 868 FT North 1SCALE 1" = 30'SITE PLAN 0"1"5"100'25"50" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A D E F G H J K L M N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A C D E F G H J K L M N ARCH CIVIL ELEC MECH STRUCT ENERGY ENVR B DATE: DRAWN BY: 18-920 JB CHECKED BY: JB AS NOTED SCALE: PROJECT No. CHECKED BY WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. REVISIONS: 9/10/19408-10 MADISON STREET ITHACA, NY 14850THOMPSON PROJECT1 0 BEARDSLEY LANE TOWN OF DANBY NY, 1485012/26/18 ADDENDUM 1 3/8/19 ADDENDUM 4 9/10/19 TOWN OF DANBY NY, 14850 ZONING LD (LIGHT DENSITY RESIDENTIAL ZONE 0"1"5"15'1'-0"1'-0"2"1/2" 1/2" 1/2" 3 1/2" 3 1/2" 4'-2 1/2"2'-6"1'-0"1'-0"1'-0"4"8"9'-3 1/2"3 1/2"1'-9"5 1/2"5'-0"3 1/2"1'-0 1/2"5 1/2"1'-9"3 1/2"9'-4"1'-0"32'-0" 3'-0 1/2" 3 1/2" 3'-0 1/2"8"1/2"3 1/2" 8" 3'-1"3'-5"8"11'-4 1/2"3 1/2"8"3'-6"5 1/2"6'-4"5 1/2" 5 1/2"5 1/2"C9'-2 1/2" coordinate w/cement panel 9'-2 1/2" coordinate w/cement panel 5 1/2"5 1/2"DN 8 R @ 6" 7 T @ 12"32'-0"3 1/2"8"4"Ø 4" SDR PIPE SDR = PVC "Standard Dimension Ratio" TO DAYLIGHT 5/4" PT PREMIUM GRADE DECKING ON 16" O.C. SLEEPERS A-100 1-FAMILY AND MOTHER-IN-LAW APARTMENT HOUSE GROUND FLOOR PLAN COPPER SUPPLY PIPE TO WELL 3SCALE 1/4" = 1'-0" 7"3'-10"3'-10"3'-0"3'-0"6'-0"3'-0"A-100 NorthUPDN MECH 1 HR. FIRE SEPARATION 1/2 HR. DOOR 6" DEEP DRAIN AREA cSLOPE STOVE HOOD EXHAUST 7 R @ 7.71"6 T @ 10"5 A-100 4 A-100 BOILER1/2 HR. DOOR 2"2"LINEN UPUPMECH BEDROOM 1 KIT LIV SUMP PIT DIN TV c 6'-4" 2X12 P.T. STRINGERS 2X8 P.T. EXTERIOR TRIM 2X8 P.T. JOISTS 16" O.C. 2X10 P.T. RIM JOISTS 2X10 P.T. RIM JOISTS 2X10 P.T. JOISTS WITH CENTER BRIDGING 2X8 P.T. JOISTS TO BRACE POSTS (TYP) 3- 2X8 BEAM FLASTENED BELOW JOISTS AND WRAPED WITH TYPE 1/2" GYP BD. FASTENED IN TWO ROWS 2" FROM TOP & BOTTOM LAG HEX HEAD LAG SCREW ZINC PLATED 1/4" X 2-1/2" AT 16" O.C 3" plumbing vertical stack 2X8 P.T. 12"O.C. JOISTS AT 2" LOWER LANDING DECK 6X6 P.T. POSTS TYP 2 LAG BOLTS TO 8"X8" POSTS TO CONCRETE WALL BASE B1: PROVIDE 1/2"X 2 1/4" TYP PAINTED TRIM, B2: PROVIDE PORCELAIN TILE B3: PROVIDE RUBBER COVED BASE B4: PROVIDE NO BASE FLOORS F1: PROVIDE DECKING F2: PROVIDE PORCELAIN TILE F3: LVT F4: PROVIDE CONCRETE MIRROR FINISH) F7: DOT ITEM 4 GRAVEL F8: PINE WITH 2 COATS POLYURETHANE ROOM FINISH SCHEDULE WALLS W1: PROVIDE GYP. BD. (1/2") W2: MOISTURE RESIST. GYP. BD. W4: EXTERIOR CEMENT BD FINISH W5: UNFIINISED TO VIQUEEN MOISTURE BARRIER BLINDS/SHADES S1: LIGHT PROOF SHADES GRABER OPENNESS FACTOR 14%. Provide blocking. ROOM FINISH KEY CEILING C1: PROVIDE GYP. BD. CEILING PTD. C2: PROVIDE MOISTURE RESIST. GYP. BD. C3: 1HR. FIRE RATED CEILING C4: CEMENT BOARD C5: OPEN JOISTS RM# C F W B 2 SECTION AT ENTRY DRAIN DECK RADIATOR COVER DETAIL 3/4" = 1'-0"6"TO SEPTIC SYSTEM 1 A-100 7 A-100 SEE DIAGRAMS STOVE HOOD EXHAUST 2X10 P.T. JOISTS WITH CENTER BRIDGING GENERAL NOTES HEADERS ON WINDOWS: 2-2X8 AT 3'-4' WIDE 2-2X10 AT 4'-6' WIDE 12"Ø SONOTUBES TYP TO 4' FROST LINE8"3- # 4 AT FOOTER SDR PVC DRAIN PIPE ON TWO SIDES OF FOOTER3'-9 1/4"2-2X8 HEADER 2"RIGID INSULATION R-25 INSULATION ASSEMBLY 2 1/4"X 7/8" WOOD TRIM 8MM VLT AT BEDROOMS ON SMOOTH ADVANTEC 1/4"2 1/4"X 7/8" TRIM W/ ALUMINUM FLASHING (TYP) SCALETYP. WINDOW SECTION 1 1/2"=1'-0"9 7/8" X 2 1/4" PAINTED 1/2" X 1" PAINTED WOOD CONTINOUS AT TRIM AND OVERLAP VERTICAL TRIM BY 1/2" 1/2" X 1" PAINTED WOOD TRIM CONTINOUS AT TRIM AND OVERLAP VERTICAL ASSEMBY MOISTURE BARRIER EXTENSION JAMBS MIRATEC WITH ALUM. DRIP EDGE FLASHING 9A-100 SIMILAR RM002 C5 F4 W5 B4 RM105 C1 W1 B1 RM003 F9 W4 B4 C4 H H H H F2/F8 8" ABOVE GRADE STEP TOILET AMERICAN STANDARD CADET TOILET CST714 ROUND BOWL TWO PIECE CHROME PLATED TRIPLE LEVER #11 COLONIAL WHITE T.273-3393 FAUCET KOHLER K-T944-4 STILLNESS SPOUT WITH LEVER HANDLE K-T944-4 VALVE MUST BE ORDERED TO COMPLETE FAUCET WALL-MOUNT VALVE K-410-K BATHROOM FIXTURE INFORMATION HTTPS://WWW.WORLDHOMECENTER.COM/ESERV/ECLIPSE. 3-White-American-standard-pedestal- basin-combos-0468100-020-64_145 - $110 T.P. HOLDER: IN WALL STAINLESS ST (IN MASTER AND LOFT 1/2 BATHROOMS) TOILET 3-TOILET: ELONGATED WITH FOAM INSERT 2898.500.020 WHITE DRAIN: STAINLESS STEEL BY CEN FAUCET KOHLER K-T944-4 STILLNESS SPOUT WITH LEVER HANDLE K-T944-4 VALVE MUST BE ORDERED TO COMPLETE FAUCET WALL-MOUNT VALVE K-410-K 2- DELTA CHROME #520 MPU KITCHEN SINK: ELKAY, Elkay Crosstown Undermount Stainless Steel 24 in. Single Bowl ... KITCHEN FAUCET DELTA 8" CNTER #420 WITH SPRAY SINGLE SHOWER / TUB ONLY: ONE PIECE FIBERGLASS Aquatic 60 in. x 32 in. x 72 in. 1-Piece Bath and Shower Kit with Right Drain in White DRAIN/WASTE ISOMETRIC & PLUMB. SPEC. TUB LAV WC 1 1/2" 1 1/2" 2" 1 1/4" 3" TYP. SINGLE BATH ARRANGEMENT 1 1/4" TRAP FOR SINK 1 1/2" WASTE DOWN, VENT UP 1 1/2" TRAP FOR TUB/SHOWER 3" RING FOR TOILET 3" VENT UP 3" WASTE DOWN 1NTS 7SCALE TYP POST DETAILS SCALE 3/4" = 1'-0"4 SLOPE 2º 2 1/4"X7/8" HEMLOCK SPACED 2 1/4" COLLINS LUMBER SECURE POSTS TO FRAMING WITH TWO GALVANIZED BOLTS INSET PREMIUM 5/4 DECKING 3'-6"SLOPE 2º Rail DECKO Black ADA Aluminum Hand Rail Return Post (LOWES) 12" PRESSURE TREATED TREADS (TYP) 1"X2" PRESSURE TREATED AT CENTER OF RISERS (TYP) 3'-0"2X 12 PRESSURE TREATED STRINGERS ON CLEATS 2X 8 PRESSURE TREATED TRIM 1"X2" PRESSURE CLEATS FOR TREADS TYP TREAD DETAILS SCALE 3/4" = 1'-0"5 2 1/4"X7/8" HEMLOCK SPACED 2 1/4" COLLINS LUMBER 2X 12 PRESSURE TREATED STRINGERS ON CLEATS 1"X2" PRESSURE TRIM @ CENTER OF RISERS 2X6 PRESSURE TREATED TOP AND BOTTOM RAIL SCALE 8 AIR ENTRAINED CONCRETE AT OUTDOOR CONDITIONS DECKING ON P. T. SLEEPERS FIRST FLOOR FRAMING PLAN 1/4" = 1'-0"6SCALE SCALE NTS SCALE 3/4" = 1'-0"1 1/4"5/8 Gyp. Bd. Rated 2X12 PRESSURE TREATED STRINGER 2X8 PRESSURE TREATED COVER PLATE 6X6 PRESSURE TREATED STRINGER- CORNERS EASED HIHHI32'-0"2'-0" 4'-9"3'-0"2X10 P.T. JOISTS WITH CENTER BRIDGING 4"STEP FOOTER TO FROST AT CONCRETE STAIR AND LANDING SEE A-300 ELEVATIONS STEP FOOTER TO FROST AT CONCRETE STAIR AND LANDING SEE A-300 ELEVATIONS LINEN RM001 C1 F2 W1 B1 3' RADIATOR 7 A-100 1'-9"5'-0"1'-0 1/2"3 1/2"5 1/2"TO SEPTIC SYSTEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A D E F G H J K L M N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A C D E F G H J K L M N ARCH CIVIL ELEC MECH STRUCT ENERGY ENVR B DATE: DRAWN BY: 18-920 JB CHECKED BY: JB AS NOTED SCALE: PROJECT No. CHECKED BY WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. REVISIONS: 9/10/19408-10 MADISON STREET ITHACA, NY 14850THOMPSON PROJECT1 0 BEARDSLEY LANE TOWN OF DANBY NY, 1485012/26/18 ADDENDUM 1 3/8/19 ADDENDUM 4 9/10/19 TOWN OF DANBY NY, 14850 ZONING LD (LIGHT DENSITY RESIDENTIAL ZONE 0"1"5"15'1'-0"1'-0"2"1/2" 1/2" 1/2" 3 1/2" 3 1/2" 4'-2 1/2"2'-6"1'-0"1'-0"1'-0"4"8"9'-3 1/2"3 1/2"1'-9"5 1/2"5'-0"3 1/2"1'-0 1/2"5 1/2"1'-9"3 1/2"9'-4"1'-0"32'-0" 3'-0 1/2" 3 1/2" 3'-0 1/2"8"1/2"3 1/2" 8" 3'-1"3'-5"8"11'-4 1/2"3 1/2"8"3'-6"5 1/2"6'-4"5 1/2" 5 1/2"5 1/2"C9'-2 1/2" coordinate w/cement panel 9'-2 1/2" coordinate w/cement panel 5 1/2"5 1/2"DN 8 R @ 6" 7 T @ 12"32'-0"3 1/2"8"4"Ø 4" SDR PIPE SDR = PVC "Standard Dimension Ratio" TO DAYLIGHT 5/4" PT PREMIUM GRADE DECKING ON 16" O.C. SLEEPERS A-100 1-FAMILY AND MOTHER-IN-LAW APARTMENT HOUSE GROUND FLOOR PLAN COPPER SUPPLY PIPE TO WELL 3SCALE 1/4" = 1'-0" 7"3'-10"3'-10"3'-0"3'-0"6'-0"3'-0"A-100 NorthUPDN MECH 1 HR. FIRE SEPARATION 1/2 HR. DOOR 6" DEEP DRAIN AREA cSLOPE STOVE HOOD EXHAUST 7 R @ 7.71"6 T @ 10"5 A-100 4 A-100 BOILER1/2 HR. DOOR 2"2"LINEN UPUPMECH BEDROOM 1 KIT LIV SUMP PIT DIN TV c 6'-4" 2X12 P.T. STRINGERS 2X8 P.T. EXTERIOR TRIM 2X8 P.T. JOISTS 16" O.C. 2X10 P.T. RIM JOISTS 2X10 P.T. RIM JOISTS 2X10 P.T. JOISTS WITH CENTER BRIDGING 2X8 P.T. JOISTS TO BRACE POSTS (TYP) 3- 2X8 BEAM FLASTENED BELOW JOISTS AND WRAPED WITH TYPE 1/2" GYP BD. FASTENED IN TWO ROWS 2" FROM TOP & BOTTOM LAG HEX HEAD LAG SCREW ZINC PLATED 1/4" X 2-1/2" AT 16" O.C 3" plumbing vertical stack 2X8 P.T. 12"O.C. JOISTS AT 2" LOWER LANDING DECK 6X6 P.T. POSTS TYP 2 LAG BOLTS TO 8"X8" POSTS TO CONCRETE WALL BASE B1: PROVIDE 1/2"X 2 1/4" TYP PAINTED TRIM, B2: PROVIDE PORCELAIN TILE B3: PROVIDE RUBBER COVED BASE B4: PROVIDE NO BASE FLOORS F1: PROVIDE DECKING F2: PROVIDE PORCELAIN TILE F3: LVT F4: PROVIDE CONCRETE MIRROR FINISH) F7: DOT ITEM 4 GRAVEL F8: PINE WITH 2 COATS POLYURETHANE ROOM FINISH SCHEDULE WALLS W1: PROVIDE GYP. BD. (1/2") W2: MOISTURE RESIST. GYP. BD. W4: EXTERIOR CEMENT BD FINISH W5: UNFIINISED TO VIQUEEN MOISTURE BARRIER BLINDS/SHADES S1: LIGHT PROOF SHADES GRABER OPENNESS FACTOR 14%. Provide blocking. ROOM FINISH KEY CEILING C1: PROVIDE GYP. BD. CEILING PTD. C2: PROVIDE MOISTURE RESIST. GYP. BD. C3: 1HR. FIRE RATED CEILING C4: CEMENT BOARD C5: OPEN JOISTS RM# C F W B 2 SECTION AT ENTRY DRAIN DECK RADIATOR COVER DETAIL 3/4" = 1'-0"6"TO SEPTIC SYSTEM 1 A-100 7 A-100 SEE DIAGRAMS STOVE HOOD EXHAUST 2X10 P.T. JOISTS WITH CENTER BRIDGING GENERAL NOTES HEADERS ON WINDOWS: 2-2X8 AT 3'-4' WIDE 2-2X10 AT 4'-6' WIDE 12"Ø SONOTUBES TYP TO 4' FROST LINE8"3- # 4 AT FOOTER SDR PVC DRAIN PIPE ON TWO SIDES OF FOOTER3'-9 1/4"2-2X8 HEADER 2"RIGID INSULATION R-25 INSULATION ASSEMBLY 2 1/4"X 7/8" WOOD TRIM 8MM VLT AT BEDROOMS ON SMOOTH ADVANTEC 1/4"2 1/4"X 7/8" TRIM W/ ALUMINUM FLASHING (TYP) SCALETYP. WINDOW SECTION 1 1/2"=1'-0"9 7/8" X 2 1/4" PAINTED 1/2" X 1" PAINTED WOOD CONTINOUS AT TRIM AND OVERLAP VERTICAL TRIM BY 1/2" 1/2" X 1" PAINTED WOOD TRIM CONTINOUS AT TRIM AND OVERLAP VERTICAL ASSEMBY MOISTURE BARRIER EXTENSION JAMBS MIRATEC WITH ALUM. DRIP EDGE FLASHING 9A-100 SIMILAR RM002 C5 F4 W5 B4 RM105 C1 W1 B1 RM003 F9 W4 B4 C4 H H H H F2/F8 8" ABOVE GRADE STEP TOILET AMERICAN STANDARD CADET TOILET CST714 ROUND BOWL TWO PIECE CHROME PLATED TRIPLE LEVER #11 COLONIAL WHITE T.273-3393 FAUCET KOHLER K-T944-4 STILLNESS SPOUT WITH LEVER HANDLE K-T944-4 VALVE MUST BE ORDERED TO COMPLETE FAUCET WALL-MOUNT VALVE K-410-K BATHROOM FIXTURE INFORMATION HTTPS://WWW.WORLDHOMECENTER.COM/ESERV/ECLIPSE. 3-White-American-standard-pedestal- basin-combos-0468100-020-64_145 - $110 T.P. HOLDER: IN WALL STAINLESS ST (IN MASTER AND LOFT 1/2 BATHROOMS) TOILET 3-TOILET: ELONGATED WITH FOAM INSERT 2898.500.020 WHITE DRAIN: STAINLESS STEEL BY CEN FAUCET KOHLER K-T944-4 STILLNESS SPOUT WITH LEVER HANDLE K-T944-4 VALVE MUST BE ORDERED TO COMPLETE FAUCET WALL-MOUNT VALVE K-410-K 2- DELTA CHROME #520 MPU KITCHEN SINK: ELKAY, Elkay Crosstown Undermount Stainless Steel 24 in. Single Bowl ... KITCHEN FAUCET DELTA 8" CNTER #420 WITH SPRAY SINGLE SHOWER / TUB ONLY: ONE PIECE FIBERGLASS Aquatic 60 in. x 32 in. x 72 in. 1-Piece Bath and Shower Kit with Right Drain in White DRAIN/WASTE ISOMETRIC & PLUMB. SPEC. TUB LAV WC 1 1/2" 1 1/2" 2" 1 1/4" 3" TYP. SINGLE BATH ARRANGEMENT 1 1/4" TRAP FOR SINK 1 1/2" WASTE DOWN, VENT UP 1 1/2" TRAP FOR TUB/SHOWER 3" RING FOR TOILET 3" VENT UP 3" WASTE DOWN 1NTS 7SCALE TYP POST DETAILS SCALE 3/4" = 1'-0"4 SLOPE 2º 2 1/4"X7/8" HEMLOCK SPACED 2 1/4" COLLINS LUMBER SECURE POSTS TO FRAMING WITH TWO GALVANIZED BOLTS INSET PREMIUM 5/4 DECKING 3'-6"SLOPE 2º Rail DECKO Black ADA Aluminum Hand Rail Return Post (LOWES) 12" PRESSURE TREATED TREADS (TYP) 1"X2" PRESSURE TREATED AT CENTER OF RISERS (TYP) 3'-0"2X 12 PRESSURE TREATED STRINGERS ON CLEATS 2X 8 PRESSURE TREATED TRIM 1"X2" PRESSURE CLEATS FOR TREADS TYP TREAD DETAILS SCALE 3/4" = 1'-0"5 2 1/4"X7/8" HEMLOCK SPACED 2 1/4" COLLINS LUMBER 2X 12 PRESSURE TREATED STRINGERS ON CLEATS 1"X2" PRESSURE TRIM @ CENTER OF RISERS 2X6 PRESSURE TREATED TOP AND BOTTOM RAIL SCALE 8 AIR ENTRAINED CONCRETE AT OUTDOOR CONDITIONS DECKING ON P. T. SLEEPERS FIRST FLOOR FRAMING PLAN 1/4" = 1'-0"6SCALE SCALE NTS SCALE 3/4" = 1'-0"1 1/4"5/8 Gyp. Bd. Rated 2X12 PRESSURE TREATED STRINGER 2X8 PRESSURE TREATED COVER PLATE 6X6 PRESSURE TREATED STRINGER- CORNERS EASED HIHHI32'-0"2'-0" 4'-9"3'-0"2X10 P.T. JOISTS WITH CENTER BRIDGING 4"STEP FOOTER TO FROST AT CONCRETE STAIR AND LANDING SEE A-300 ELEVATIONS STEP FOOTER TO FROST AT CONCRETE STAIR AND LANDING SEE A-300 ELEVATIONS LINEN RM001 C1 F2 W1 B1 3' RADIATOR 7 A-100 1'-9"5'-0"1'-0 1/2"3 1/2"5 1/2"TO SEPTIC SYSTEM LINEN DN UP BEDROOM 4 BEDROOM 3LIV DN 8 R @ 6" 7 T @ 12" DIN TV 3'-0"2'-11 1/4"2'-11 1/4"5 SHELVES 1 SHELF 1'-5 3/4"5 1/2"1'-0"1'-0"1'-0"2 1/4"2'-6"1'-0"S1 S1 S1 S1 S1 S1 S1 S1 9'-2 1/2" coordinate w/cement panel 9'-2 1/2" coordinate w/cement panel FIRST FLOORPROJECT 0'-0" 2 1/4" X 7/8" PAINTED HEMLOCK BASE TRIM 4SCALETYPICAL TRIM ELEVATION 3/4"=1'-0" 2 1/4" X 7/8" PAINTED HEMLOCK TRIM WITH 1/2"X1" 2X12 PRESSURE TREATED STRINGER 2X8 PRESSURE TREATED COVER PLATE 6X6 PRESSURE TREATED STRINGER- CORNERS EASED 32'-0" S1 11'-11"8'-2"DW 3'-10"3'-0"4'-9" 16.1 SF Top 3 SF Top 3.5 SF Top FIRST FLOORNorth LINEN DN UP BEDROOM 4 BEDROOM 3LIV 2SCALE 1/4" = 1'-0" DIN 0"1"5"15' TV W/D5 SHELVES 1 SHELF 1/2" 1/2"1'-0"1'-0"1'-0"1'-0"32'-0" FIRST FLOOR PLAN 5 SHELVES RM201 C1 F3 W1 B1 RM200 C1 F3 W1 B1 RM202 C1 F3 W1 B1 RM208 C1 F3 W1 B1 RM207 C1 F2 W1 B1 RM206 C1 F3 W1 B1 RM204 C1 F2 W1 B1 RM203 F1 5' RADIATOR 5' RADIATOR 5' RADIATOR 4' RADIATOR3' RADIATOR3' RADIATOR 7 A-100 to second foor to second foor WALLCABINETS5 SHELVES A-200 A-200 5 5 Bureau by others FIRST FLOOR FIRST FLOOR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A D E F G H J K L M N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A C D E F G H J K L M N ARCH CIVIL ELEC MECH STRUCT ENERGY ENVR B DATE: DRAWN BY: 18-920 JB CHECKED BY: JB AS NOTED SCALE: PROJECT No. CHECKED BY WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. REVISIONS: 9/10/19408-10 MADISON STREET ITHACA, NY 14850THOMPSON PROJECT1 0 BEARDSLEY LANE TOWN OF DANBY NY, 1485012/26/18 ADDENDUM 1 3/8/19 ADDENDUM 4 9/10/19 TOWN OF DANBY NY, 14850 ZONING LD (LIGHT DENSITY RESIDENTIAL ZONE 1/2" 5 1/2"2"2'-8"1'-0"1'-0"9'-2 1/2"2'-8" 5'-0 3/4" 3'-11 1/2"1'-0"1'-0"8"1'-9"5 1/2"1'-9"5'-0"1'-0 1/2"3 1/2"3 1/2"5 1/2"3 1/2"1'-0"3'-5"32'-0"7'-1 3/4"3'-0"2'-11 1/4"2'-11 1/4"1'-5 3/4"5 1/2"3'-4 1/2"5 1/2"5 1/2" 5'-10" A-101 ELEV 2.5SCALE 1/4" = 1'-0"9'-0"2.5 A-100 2.5 A-101 4'-9"2'-6" Window 3'-6"1'-6"2.6SCALE 1/4" = 1'-0" 30" Gas range 3'-0"8'-2" ELEV MICROW HOOD GE 1.6 CU. FT. OVER THE RANGE MICROWAVE IN BLACK REFRIG A-101A-101 3'-4 1/4" 5 1/2" 6'-4" 5 1/2" 1/4" = 1'-0" 159 HEAD 5600 6"3/4"D.L.O.FRAME DIMENSIONROUGH OPENING2 1/4"570 HORZ. 5600 6"D.L.O.2 1/4"D.L.O.ROUGH OPENINGFRAME DIMENSION259 SILL 5600 6"D.L.O.3/4"FRAME DIMENSIONROUGH OPENING2 1/4"SS490 JAMB 5600 6" 2 1/4" 3/4" D.L.O. FRAME DIMENSION ROUGH OPENING 1/4" 671 VERT. 5600 6" 2 1/4"D.L.O. FRAME DIMENSION ROUGH OPENING D.L.O.SS491 JAMB 5600 6" 3/4" 2 1/4"D.L.O. FRAME DIMENSION ROUGH OPENING 1/4" SFP7 SFP7 WNE0 WNE0 WV80 SFP7 SFP7 SFP7 SFP7 SFP7 SFP7WNE0 WNE0 HN60 WNE0 WNE0 WV80 SFP7SFP7 WEEPWV80WNE0 WNE0 HN60SFP7WV80WNE0 WNE0 HN54SFP7SFP7WV80WNE0 WNE0 WNE0 WNE0 HN54HN54SFP7SFP7SFP7KT72 "F" ANCHOR SFP7SFP7WV80WNE0 WNE0 HN546936 5882 59776936 5882 59595882 694059595884 3790 HN605882379069405851ES946940379058825959379069405882ES945959WEEPWEEPSTC4STC4 STC4STC4 STC4 STC4 S SSEAL COSMETIC OPTIONAL SS NOTE: DEADLOAD SHIM AS REQ'D BY ERECTOR (TYP.) OPTIONAL COSMETIC SEAL FDS SEAL COSMETIC OPTIONAL FD SSEAL COSMETIC OPTIONAL W192STT6NTSCURTAIN WALL DETAILS 4SCALE 2X10 JOISTS AND RIM JOISTS @ 16" O.C. W/D 3- 2X10 BEAM BELOW JOISTS 2- 2X10 HEADERS SCALE NTSROOM FINISH SCHEDULE 1 5/4" PT PREMIUM GRADE DECKING ON 16" O.C. P.T. JOISTS PT PREMIUM TREADS 3SCALESECOND FLOOR FRAME BASE B1: PROVIDE 1/2"X 2 1/4" TYP PAINTED TRIM, B2: PROVIDE PORCELAIN TILE B3: PROVIDE RUBBER COVED BASE B4: PROVIDE NO BASE FLOORS F1: PROVIDE DECKING F2: PROVIDE PORCELAIN TILE F3: LVT F4: PROVIDE CONCRETE MIRROR FINISH) F7: DOT ITEM 4 GRAVEL F8: PINE WITH 2 COATS POLYURETHANE WALLS W1: PROVIDE GYP. BD. (1/2") W2: MOISTURE RESIST. GYP. BD. W4: EXTERIOR CEMENT BD FINISH W5: UNFIINISED TO VIQUEEN MOISTURE BARRIER BLINDS/SHADES S1: LIGHT PROOF SHADES GRABER OPENNESS FACTOR 14%. Provide blocking. ROOM FINISH KEY CEILING C1: PROVIDE GYP. BD. CEILING PTD. C2: PROVIDE MOISTURE RESIST. GYP. BD. C3: 1HR. FIRE RATED CEILING C4: CEMENT BOARD C5: OPEN JOISTS RM# C F W B